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## 巴歇尔槽计算公式 | ||
|规格|吼宽|成品尺寸|自由流流量公式|流量范围| | ||
|-|-|-|-|-| | ||
|1#| 25 mm | 635x267x265 mm | Q = 0.0604 x H^1.55^ | 0.324~19.44 m3/h | | ||
|2#| 51 mm | 774x314x305 mm | Q = 0.1207 x H^1.55^ | 0.648~47.52 m3/h | | ||
|3#| 76 mm | 914x359x517 mm | Q = 0.1771 x H^1.55^ | 2.772~115.56 m3/h | | ||
|4#| 152 mm | 1525x500x730 mm | Q = 0.3812 x H^1.58^ | 5.4~399.6 m3/h | | ||
|5#| 228 mm | 1630x675x890 mm | Q = 0.5354 x H^1.53^ | 9~903.6 m3/h | | ||
|6#| 250 mm | 2845x980x1060 mm | Q = 0.561 x H^1.513^ | 10.8~900 m3/h | | ||
|7#| 300 mm | 2870x940x1200 mm | Q = 0.679 x H^1.521^ | 12.6~1440 m3/h | | ||
|8#| 450 mm | 2945x1120x1200 mm | Q = 1.038 x H^1.537^ | 16.2~2268 m3/h | | ||
|9#| 600 mm | 3020x1300x1200 mm | Q = 1.403 x H^1.548^ | 45~3060 m3/h | | ||
|10#| 750 mm | 3095x1480x1200 mm | Q = 1.772 x H^1.557^ | 90~3960 m3/h | | ||
|11#| 900 mm | 3170x1660x1200 mm | Q = 2.147 x H^1.565^ | 3170x1660x1200 mm | | ||
|12#| 1000 mm | 3200x1780x1250 mm | Q = 2.397 x H^1.569^ | 108~5400 m3/h | | ||
|13#| 1200 mm | 3320x2020x1250 mm | Q = 2.904 x H^1.577^ | 126~7200 m3/h | | ||
|14#| 1500 mm | 3470x2380x1250 mm | Q = 3.668 x H^1.586^ | 162~9000 m3/h | | ||
|15#| 1800 mm | 3620x2740x1250 mm | Q = 4.44 x H^1.593^ | 288~10800 m3/h | | ||
|16#| 2100 mm | 3770x3100x1250 mm | Q = 5.222 x H^1.599^ | 342~12960 m3/h | | ||
|17#| 2400 mm | 3920x3460x1250 mm | Q = 6.004 x H^1.605^ | 360~14400 m3/h | | ||
|18#| 3050 mm | 7010x4860x1580 mm | Q = 7.463 x H^1.6^ | 576~29808 m3/h | | ||
|19#| 3660 mm | 8230x5710x1910 mm | Q = 8.859 x H^1.6^ | 684~52848 m3/h | | ||
|20#| 4570 mm | 11890x7720x2330 mm | Q = 10.96 x H^1.6^ | 828~90144 m3/h | | ||
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> http://styb.cn/cms/pf.php |
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## 水利 | ||
- [巴歇尔槽计算公式](ParshallFlume.md) |